Second-order slope–deflection equations for imperfect beam–column structures with semi-rigid connections
Author:
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference9 articles.
1. First- and second-order stiffness matrices and load vector of beam–columns with semi-rigid connections;Aristizabal-Ochoa;J Struct Engrg, ASCE,1997
2. Story stability of braced, partially braced, and unbraced frames: classical approach;Aristizabal-Ochoa;J Struct Engrg, ASCE,1997
3. Large deflection and postbuckling behavior of Timoshenko beam–columns with semi-rigid connections including shear and axial effects;Aristizabal-Ochoa;J Eng Struct,2007
4. Slope-deflection equations for stability and second-order analysis of Timoshenko beam–column structures with semi-rigid connections;Aristizabal-Ochoa;J Eng Struct,2008
5. Theory of elastic stability;Timoshenko,1961
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